US2416701A

US2416701A - Refractory concrete

Info

Publication number: US2416701A
Application number: US551448A
Authority: US
Inventors: Daniel W Kocher
Original assignee: Universal Atlas Cement Co
Current assignee: Universal Atlas Cement Co
Priority date: 1944-08-26
Filing date: 1944-08-26
Publication date: 1947-03-04
Anticipated expiration: 1964-03-04

Description

Patented Mar. 4,

2,416,701 T OFFICE Daniel W. Kocher, Chicago, 111., assignor; by mesne assignments, to Universal Atlas Cement Company, Indianapolis, Ind., a corporation of Indiana No Drawing. Application August 26, 1944, Serial N0. 551,448

Y 19 Claims;

Thi invention relates to an improved refractory, more particularly a refractory concrete of which an essential component is calcium silicate cement.

One of the objects of the invention is the improvement in strength of refractory materials of the type described. Another object is the improvement in the load-bearing characteristics of such refractory when heated at elevated temperatures. These and further objects of the invention will further appear as the description of the invention proceeds.

Refractory materials or concretes composed of calcium silicate and various refractory aggregates have been employed with indifferent success in applicationswhere they are subjected to moderately high temperatures. Calcium silicate, cements, when mixed with water, form certain hydrated compounds. When heated, these hydrated compounds lose appreciable portions of the combined water, which results in reduced strength. This loss. of combined Water increases with increase in temperature until at some temperature above 1600 all combined water is driven off and no hydraulic strength is present. When calcium silicate cements are used as binders for refractory aggregates, the-resulting concrete likewise loses strength upon heating. However, at temperatures in. the vicinity of 1600 F. some of. the-1ow'melting compounds in the cementscombine with the aggregate to form a ceramic bond resulting in increased strength.

This ceramic strength increases with increase in temperatureuntil the softening point of. the particular concrete. mixture is reached.

In. refractory materials of appreciable thickness, which employ a calcium. silicate cement as the binder, wherein one face is subjected to temperatures on the order of 2000 F: the outer face of the material'may never be'heated above temperatures in the order of 500 F. Intermediate portions of the refractory will be subjected to temperatures depending upon their distances from the hotter face. It has been found that whereas the hot zone of the refractory, which has been subjected to temperatures in the order of 2000 F., possesses adequate strength, due to the development of a good ceramic bond, and the cold zone. has good strength, since the cement in such zone still possesses a considerable portion of its hydraulic strength, due to the relatively low temperature to which it is subjected, an intermediate Zone of the refractory is Weaker than either the hot or cold zones due to the marked impairment in the hydraulic strength without the development of any substantial ceramic strength.

The use of a mix in accordance-With the present invention for making refractory materials of the type described decreases the intermediate weak zone area. to such adegre'e that it is eliminated when a panel 4 /2" thick 'issubjected to a temperature of 2000 F. on one face for eight hours, and ismaterially decreased in wall sections of greater thickness when subjected to higher temperatures or for a greater length oftime.

This invention consists in the addition of topaz, either raw or partly calcined, to calcium silicate cement mixtures in the-formation of refractory materials. Refractory material within the scope of the present invention may consist of topaz and calcium silicate cement, or it may consist of these materials plus other refractory materials'which may be in the form of aggregates.

The refractory concrete of the present invention ismade from a mix the constituents of which lie within the following limits of per cent by weight of the total Weight of the mix:

Per cent Topaz, raw or partly calcined .5- Calcium silicate cement 5 -60 E.. g. refractory filler, refractory aggre I gate .0-.-94.5

Calcium silicate cement is a. cement in which 7 Per cent CaO 63-65 S102 20-22 AlaOs- 5. .7 FezOs Up to-4.5 MgO, ,alkalies and minor constituents Balance The Portland-blast furnace slag cement,as that term is usedherein, is made by grindingtogether Portland cement clinker and granulated blast-furnace slag.

The Portland pozzuol an cements, as that term is usedherein, are produced by grinding together' Portland cement 'cl-inker and-either a natural or artificial pozzuolana.

The true pozzuolanic cements? as that term is used herein, are composed of lime andgranulated slagsuch asvolcaniccindersorblast furnace' slag, mixed without heating; A typical cement of this type is made by mixing hydrated-lime with slag from an iron blast furnace; said slag sulting lime-slag mixtureis ground to a fine pow;

der and is then ready for use.

The slag cement, as that term is used herein, l

is a mixture of hydrated lime and granulated blast furnace slag. Certain additions may be added to accelerate the set.

The natural hydraulic cements, as that term is used herein, are those made by calcining argil-= laceous limestones at temperatures only so high as to expel the combined CO2 and H20. The

calcareous portion of such argillaceous limestonesi may consist of CaCO3 essentially, or of Ca and Mg carbonates combined in various proportions up to that represented'by, the mineral dolomite, CaMg(CO3)2.

By partly calcined topaz as used above is meant a topaz which has been heated in such manner that at least 1% by weight fluorine re-' 7 mains in the topaz.

The constituents of the mix are supplied there to in either comminuted or granular form to al-,

low them to be uniformly distributed through the mix and consequently the resulting concrete. Those constituents which form the bond are preferably finely ground to facilitate their'reaction. The calcium silicate cement, for example,

may be of such fineness that practically all particles will pass through a one hundred mesh screen, and the topaz may be ground to any par,-

ticle size. The refractory filler, which may be fire clay grog, crushed firebrick, expanded shale,

olivine, fused alumina, chrome, magnesite, vermiculite, diatomaceous earth and the like or combinations of these materials depending upon the useto which the refractory concrete is to'be put, may be of any desired particle size or range of particle sizes consistent with substantial uniform ity of distribution throughout the resulting concrete. Naturally, also, in concrete. of thinner section the aggregateparticle size will be chosen smaller than in concrete of thick section. An

aggregate useful in moderately thick sections is.

one having particles from 1 in diameter to dust, 50% by volume passing through a screen and 50% byvolume being retained on a A screen, approximately 15% by volume of the total crete of thinner sections the maximum permissi- -ble particle size will obviously be smaller. The

,miximay conveniently be made by mixing the calcium silicate cement and the topaz in dry condition toa uniform color, the refractory aggregate the concrete is to be cast into a mold or form,

particularly if the shape is intricate, the mix should be of puddling consistency. For simple shapes so cast, less water may be-used, whereas if the mix is to: be tamped or vibrated into place or moldedund r pressure, still less water may be used. It is obvious that sufficient water should beused in all, cases to develop fully the hydraulic strength of the cement and that an excess of wa- .ter should be avoided. Besides the variations in .modes of handling themix above indicated, it is possible to deposit it in a mold or form orin any ,desired location, as for instance, in the applying. of patches to existing structures, by charging the passing a. one hundred mesh screen. For con-.

structed firebrick linings.

- After .the mixture has been shaped or molded in any one of the ways abovedescribed, it is dried and then heated. Usually for bodies of large section, thejpractice follows approximately. that employed in drying and heating newly con- The concrete may be air dried for a period of several day-s, after which the section is heated at temperatures which gradually increase up to operating temperature. Smaller bodies or shapes, such as cast bricks, tilesand slabs may be kept for a time, on the order of seventy-two hours in a high. humidityconstant temperature atmosphere, dried at a low temperature, on the order of 230 F., and then subjected to a high temperature approximating that at which the shape will be used, for example, 1600-2000 F.

Concrete resulting from mixes made in accordance with the present invention, after having been dried and heated as above, possesses increased strength and improved load bearing characteristics compared to similar concretes made from mixes containing no topaz. The increased strength and load bearing qualities at room temperatures of concrete within the scope of the present invention are strikingly shown by the following tables, which give the compressive strengths of two-inch cubes made of a base mixture of one part by volume of various calcium silicate cements of the type indicated, and four parts by volume of an aggregate, specifically crushed fire brick, and the compressive strengths of similar cubes made of the same base mixture but with one part by volume of topaz added thereto.

The mix was made of a puddling consistency and cast into two-inch cube molds. After treatment in a moist cabinet, drying at 230" F., and firing for four days at 1600 F. with one set and forfour daysat 2000 F. with the other set, the cubes were allowed to cool. After cooling, each cube was subjected to a compressive strength test at room temperature by subjecting it to gradually increasing pressure until a point of failure of the cube was reached.

In the following tables the cement designated #1 is a standard Portland cement. The cement designated #2 is a pozzuolanic Portland cement, and that designated #3 is a slag cement. The compositions given are by per cent of the total volume and weight, respectively, of the mix.

Compressive strength [Fired at 1600" F1 '60 Composition ComlpIosition gfi ggi By volume By Weight 1 Cement#l 1 1.0 {Aggregate '4 3.4 998 Cement #1 l 1.0

4 3.4 1,111 i it 4 314 J i l 1.0 1 4 3.4 1,108

was I s14 132 1.0 f -a.4v @558 0.755 M .Compresswe Lstrengt-h {Fired at 2000 F.]

- Com-position m r G W =oom ggsition g g i e 1 By volume .By weight 1 Cement #1 1- 1.0

Aggregate 4 3. 4 a v 603 Cement #1. l 1.0 2 Aggregate 4 3.4 3,717 r Topaz; l- 0."755 3 {Cement #2- 1 1.0 1 392 Aggregate .4- ..3.4 Cement #2 l; 1.0 i Aggregate" 4 3. 4 4, 600 Topaz 1 0.755 5 l --H, {Cement #3" :1 1.0 1 218 Aggregate 4 4 3.4

"Cement1#3 .1 1 1.0 '6 Aggregate" -4 3.4 3, 969

Topaz l 0.755 I .Such increased strengths .at room temperature of refractorypro'ducts within the scope of the present invention are paralleled by their increase in strength when attemperatures on the order of 1600-2000 F.

The reason why refractory concretes employing -itopaz with calcium silicate cement in accordance with the present invention yield such increased hot and cold strengths, as compared to similar 'concretes, similarly treated, but without topaz, is not fully understood. "It has been observed, however, that when concrete mixes containing topaz, whether raw or partly calcined, are heated to at least 1400"F.,.substa-ntial amounts of fluorine are .givenoff.

Thereaction of topaz alone when subjected to 'heatinga't temperatures of such order or above is as follows:

96.8% 3.27 g 3 (A1F)2.Si02 H26 --v BAIQO LZSI OQ 4SiF ZHF v -Mullite 74.55 One theory-of the reaction is that the fluorine 01' HF present in the concrete as a result of the dissociation of topaz upon heating to at least 1400 may catalyze reactions in the concrete, causing reactions'to occur-at lower temperatures ithan they would without such fluorine or HF',-or pausing reactions which would never occur withputaeither tor'uboth. Again, it may be that the Silflprele'ased.reacts with oxygen to produce colioidal' silicalwhich is deposited in the interstices .zof the body, thereby producing the hard and :strong bond material. It :is believed that the (water of :hydration driven olf from the cement upon firing of the bodies may also play a part as aicatalyst, either alone or in combination with the products of topaz, toproduce the improved bond.

In any event, itis possible to produce the improved refractory concrete of the present invention by heating theconcrete resulting from mixtures of -"calcium silicate "cement and refractory aggregate, but without topaz, in an atmosphere :containing the volatile materials produced upon the heating of topaz to elevated temperatures.

One way in which thismay be d'one, in practice, with smaller bodies -or shapes such as bricks,

slabs, and tiles, i's'toheat such shapes in a muifle furnace with a quantity of topaz in a crucible ilikewise placed in themu'file. In such case improvement of the bond results as a result of diffusion of the volatile materials given off by the topaz into the concrete. In the case of large bodies or shapes, such as those cast or shaped in situ and forming a permanent part of the structure, the part may be heated preparatory to being raarag'zoi placed.in..service, by its own :or by. an auxiliary heating means, and an atmospheresof the-volatile products :of topaz upon heating thereof .pro-

vided in. contact with 'the1concretexasrby .pla'cing topaz in proximity .to :the concrete "during ithe heating. .Any appreciable amount-ref .topaz,.,:in

such improvement .:of large or :small kconcrete shapes .by difiusion, from a vsmall fractionaof "one per cent of the total mass of the shape? upwards,

results in improvement of the strength; of shape.

The improvement in refractory concrete employingcalcium silicate cements may also be attained, after the concrete has been in service, by.the diifusion v.intoit at elevated temperature of the volatile products ;given off vbyatopaz when heated to. at least 1400 F. r

Whereas particular embodiments of themvention have been describedabove .forpurposes ofillustration, it will be evidentthatnumerous variations of details are .possiblewithin theteaching .of the invention. I desire to 'claimiasnew the following, 1

1 claim: 1 1. A mix for forming refractory zconcretezcomprising calcium silicate cement from.-5 to.60% by weightof mix andtopaz containing at least 1% by weight of .fiuorine from .5 -to 95% .by weight of the mix.

. .2. A. mix for formingrefractory concrete comprising calcium silicate cement from 5 to 60% by weight of the mix, topaz containing atleast 1% by weight of fluorine from ;5 to.95% by weight of the mix, and refractory;aggregate up to 94.5% by weight of the mix.

3.. A mix for forming refractory concrete comprising from 5 to 60% by weight of the mix 'of a cement composed essentially of calcium silicate and topaz containing at least 1% by weight of fluorine-from .5 .to by weight of the mix.

.4. A mix for forming refractory concretecomprising Portland cement from .5 to 60% by weight of the mix, topaz containing at least 1% by weight of fluorine from .5 to 95% by weight of the ,mix, andrefractory aggregate up to 94.5% by weight of the mix.

5. A refractory concrete formed from a mix comprising calcium silicate cement from 5 to 60% by weight of the mix and topaz containing at least 1% by weight of fluorine from 5m 95% by weight of the mix.

6. A refractory concrete formed from a mix comprising calcium silicate cementfrom 5 to 60% by weight of mix, topaz containing at least 1% by weight of fluorine from .5 to 95 .by weightof the mix, and refractory aggregate up .to 94.5% by weight of the mix.

'7. A refractory concrete formed from a mix comprising from "5 to 60% .by weight: of the mix of a cement composed essentially of calcium silicate, topaz containing at least 1% by weight of fluorine from .5 to 95% by weight of the mix, and refractory aggregate up to 94.5% by weight of the 'mix.

8. A refractory concrete body formed from a I 1% by weight of fluorine from .5 to 95% by weight of the mix, and refractory aggregate up to "94. 5%

by Weight of the mix.

9. A refractory concrete body formed from a mix comprising calcium silicate cement from 5 to 60% by weight of the mix and topaz containing at least 1% by weight of fluorine from .5 to 95% by weight of the mix, at least one portion of said body having been subjected to a temto 60% by .weightof the mix,

perature of at'least 1600 F.,for a'suficient length of time so that the reaction of the topaz will compensate for the loss of hydraulic strength.

10. A refractory concrete body formed from a mix comprising calcium silicate cement from topaz containing at least 1% by weight of fluorine from .5 to 95% by weight of the mix,and refractory aggregate up to 94.5% by weight .of the mix, at least one portion of said body having been subjected to a temperature of at least 1600 'F. for such a time that the reaction .of the topaz will compensate for the loss of hydraulic'strength.

11. A refractory concrete body formed from a mixcomprising from 5 to 60% by weight of the mix of a cement composed predominantly of calcium silicate, topaz containing at least 1% by weight fluorine from .5 to 95% by weight of the mix, and refractory aggregate up to 94.5% by weight of the mix, at least one portion of the body having been subjected toa temperature of at least 1600 F. for such a time that the reaction of the topaz will compensate for the loss of. hydraulic strength.

12. A refractory concrete body formed from a mix comprising Portland cement from 5 to 60% by weight of the mix, topaz containing at least 1% by weight of fluorine from .5 to 95% by weight of the mix, and refractory aggregate up to 94.5%

by weight of the mix, at least one portion of said body having been subjected to a temperature of at least 1600 F. for such a time that the reaction of the topaz will compensate'for the loss of hydraulic strength,

13. A refractory concrete body formed from a mix comprising calcium silicate cement from 5 .to 60% by weight of themix, topaz containing at least 1% by weight of fluorine from .5 to 95% by weight of the mix, and refractory aggregate up to 94.5% by weight of the mix, at least one portion of said body having been subjected to a temperature of at lea-st 2000 F. for such a time that the hydraulic strength of said fired portion hasbeen substantially destroyed, said fired portion of the body consisting of refractory aggregate bonded by a ceramic bond consisting of a hard, strong material which is due to the action of topaz on the mixture;

14. The method of making refractory concrete which comprises heating a shape resulting from a mix comprising calcium silicate cement from 5 to.60'% by weightof the mix'and subjecting it to contact with the volatile materials given off: by the heating of topaz at a temperature of at least 1600 F.

15. A method of making refractoryconcrete which comprises forming a mix comprising-calcium silicate cement from 5 to'60% by weight of the mix and refractory aggregate up to 94.5% by weight of the mix,-developing a, hydraulic bond in the resulting concrete body, installing such i body for service, and in the initial firing of the body subjecting it to contact with the volatile materials given'oif by topaz when heated to at least 1600 F.

16. The methodrof' treatinga refractory concrete body afterit has been subjected to temperatures of at least 1400 F. for an appreciable length of time, said concrete body having'been formed from a mix comprisingcalcium silicate cement from 5 to 60% by weight of the mix and refractory aggregate up to 94.5% by weight of themix, which comprises heating said body and subjecting it to contact with the volatile material given if by topaz when heated to at least 1600 F.

17. The method of making refractory, concrete bodies which comprises forming a mix comprising calcium silicate cement from 5 to 60% by Weight of the mix, topaz containing at least 1% by weight of fluorine from .5 to by weight of the mix, and refractory aggregate up to 94.5% by weight of the mix, forming a body from such mix, developing the hydraulic strength of said body to at least a substantial part of the total hydraulic strength which is possible for said body to attain, and then firing at least one portion of said body at a temperature of at least 1600", whereby at least a portion of the volatile material of the topaz is released, resulting in the fired portion of said body developing a hard, strong, refractory ceramic bond.

18. The method of making refractory concrete bodies which comprises forming a mix comprising calcium silicate cement from 5 to 60% by Weight of the mix, topaz containing at least 1% by weight of fluorine from .5 to 95% by weight of the mix, and refractory aggregate up to 94.5% by Weight of the mix, forming a body from such a mix, developing the hydraulic strength of said body to at least a substantial part of the total hydraulic strength which is possible for said body to attain, and then firing at least one portion of said body at a temperature of at least 2000 F. whereby at least a portion of the volatile material of the topaz is released resulting in the fired portion of said body developing a hard, strong, refractory ceramic bond.

19. The method of making refractory concrete bodies which comprises forming a mix comprising Portland cement from 5 to 60% by Weight of the mix, topaz containing at least 1% by weight of fluorine from .5 to 95% by weight of the mix, and refractory aggregate up to 94.5% byweight of the mix, forming a body from such mix, developing the hydraulic strength of said bodyto at least a substantial part of the total hydraulic strength which is possible for saidbody to attain, and then firing at least one portion of said body at a temperature of at least 2000 F., whereby at least aportion of the volatile material of the topaz is released, resulting in the fired portion of said body developing a hard, strong, refractory ceramic bond.

DANIEL W. 'KocHER. REFERENCES CITED 7 The following references'are of record in the file Of this patent: I

UNITED STATES PATENTS H